08/0774 - Approved Plan [As Published] · 142008.774

 

DECKING:

140 x 32 HWD SCREWED

TO EACH BEARER

WITH 2/75 x No14 STAINLESS
STEEL SCREWS

   

NocR

76 x 38 HWD

1175 x No14 TYPE 17
‘AINLESS STEEL

St.
SCREWS @ 450 CRS

PILES:

@ 200 H8 MARINE HWD POLES
NOTE THAT ALL POLES TO COMPLY
WITH AS 2158 - PILING CODE

WITH 216 S/S BOLT

TYPICAL SECTION

180 x 75 HWD
216 SS

2M16 8S
PILES:
®@ 200 H6 MARINE HWD POLES
NOTE THAT ALL POLES TO COMPLY
WITH AS 2156 - PILING CODE

200 x 75 HWOD :

EPlAle | 5

180 x 76 HWD

200 x 75 HWD

76

DETAIL ( 2 )

130 x 75 HWD
2M16 G6.
150 x 75 HWO

DETAIL

NOTES:

41. UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE
DURABILITY CLASS 1 OF APPROVED SPECIES AND HAVE
A STRESS GRADE OF F14 MIN.

2. UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL

COMPLY WITH THE ENVIRONMENTAL PROTECTION AGENCYS'
"GUIDELINES" FOR CONSTRUCTION OF WORKS ON TIDAL LANDS

OR WATERS FOR PRIVATE USE.

3. ALL STAINLESS STEEL BOLTS, RODS, ETC., SHALL BE
APPROVED MARINE GRADE 316. ALL OTHER STEELWORK
INCLUDING NUTS, BOLTS, WASHERS, SCREWS, NAILS, ETC.,
SHALL BE HOT DIPPED GALVANISED OR STAINLESS STEEL.

4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED

OR RINGED.

5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM
THE DRAWINGS.

PO Box 290 PiFex 07 54743480

  
 

 
 
   
   
     
  

SUNSHINE COAST
REGIONAL COUNCIL
PLANS APPROVED
Signature: Salo essere
Dae en eZACSIE......

CPWERKS OBfCTIA .

   

(No. 42)

J. M. JOHNSON
PROPOSED JETTY
LOT 324

SALTWATER AVENUE
NOOSA WATERS

WALKWAY DECK VERTICAL
DESIGN LIVE LOAD - 2.0 kPa
MAXIMUM MOORED VESSEL - 5m
BERTHING VELOCITY - 0.5 m/sec

" 08/56-2

 

John Norden
& Associates

ACN 010 263 877
Structural / Civé Design Engineers
Sule 16 ‘Tewantin Plaza*